2016
DOI: 10.1061/(asce)ee.1943-7870.0001110
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Unified Theory and Model for Anaerobic Hydrolysis in Municipal Wastewater Treatment: Review of Enzymological Aspects and Hydrolysis Assessments

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Cited by 9 publications
(11 citation statements)
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“…As shown in Figure 6b, the condition with large solid BSA particles as the feed took approximately 14 hr longer to reach its maximum biogas production rate compared to the condition with small solid BSA particles as the feed. This difference demonstrated that there was a hydrolysis limitation acting in the first part of the biogas production rate curve, associated with colonization of the substrate, as described by Teo (2016). These results indicated that the colonization of the substrate on the macro-scale continued to affect the hydrolysis performance, regardless of the substrate's molecular structure.…”
Section: Research Articlementioning
confidence: 82%
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“…As shown in Figure 6b, the condition with large solid BSA particles as the feed took approximately 14 hr longer to reach its maximum biogas production rate compared to the condition with small solid BSA particles as the feed. This difference demonstrated that there was a hydrolysis limitation acting in the first part of the biogas production rate curve, associated with colonization of the substrate, as described by Teo (2016). These results indicated that the colonization of the substrate on the macro-scale continued to affect the hydrolysis performance, regardless of the substrate's molecular structure.…”
Section: Research Articlementioning
confidence: 82%
“…As presented by Mancell‐Egala et al (), altering the bulk physical characteristics within the digester by increasing the biomass concentration increases the chances for collisions. According to Teo ()’s hydrolysis model, increased collisions between microbes and substrate would allow faster colonization, faster hydrolysis, and increased biogas production rates. However, as shown in the data presented in Table , there were no statistically significant differences observed in biogas yields, end rates, nor time of end rates, for AD sludge with TS concentrations ranging between 5% and 10% when mixed at 73/s.…”
Section: Resultsmentioning
confidence: 99%
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